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HomeMy WebLinkAboutALPENBLICK LT 2Alpenblick Lot 2 #017-014-06 SUBMIT"' Arlt 10) LU hi Municipality of Anchorage ff' �t- Development Services Department Building Safety Division 's.9^ r =ty On -Site Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Page www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: OS P I 'j I C y7 PID Number: 017-019-04( 1 of 3 Name: Pa+ an n D r Wastewater System: ❑ New 51 Upgrade Address: 78110 C I3O11' /Fne4o•nyc 99$ /� ABSORPTION FIELD Phone: Num rafBedrooms: 3 Yr _ 3 9 ea 0 Deep Trench Q Shallow Trench 0 Bed 0 Mound 0 Other: LEGAL DESCRIPTION Soil Rating: ij'1 0 GPD/F12 Total Depth from original grade: f. IS I+ D.75'S4n4 Ft. Block Lot: Subdivision: — 2 A 1pe n &lick Depth to pipe bottom from original grade: 1.2 5 Ft. Gravel depth beneath pipe: o. S Ft. Township: Range: Section: Fill added above original grade: I r0 FL Gravel Length: p 3 o Ft. Well: G1ct r New ❑Upgrade Gravel width: ,S Ft. Number of lines: I Distance between lines: Ft. Classification (Private, A, B, C): Total Depth: Ft. Cased to: Ft. Total absorption area: I 5 0 Ft° Pipe Material: 1r'ZS I' 01Q Cc/1eotjW P" Driller: Date Drilled: Static Water Level: FL Installer (� A'1- Rom ger-mice. Date Installed: y /7/1it - Y /9//y Yield: GPM I Pump Set at: Ft. Casing Height Above Ground: Ft. TANK SEPARATION DISTANCES / ■ Septic ❑ Holding ElS.T.E.P. AtgouR/ex [fid Other. To From Septic Tank Absorption Field Lift Station Holding Tank 'ublio/Private Sewer Line Manufacturer: AnchDraft 7anh Capacity: 1S GO Gal. well 37403 101' I09' sJ.A >?S' Material: SFeeI Number of Compartments: 2 Surface Water )1to1 >lo°1 >WO, N.A LIFT STATION Lot Line resit '1 C�0' o'' N.A. Size: 4- r6Gal. Manufacturer Oreel e rp omp n ea.(th Foundation I d I ..i.. 7 % f 6S r N. A 'Pump on° level at: 119 in. Pump re level at 7(j in. High water alarm at: ill 3 Curtain Drain �V'� 3D,+ $D + N • A Pump Make & Model on 1 '/i h p Electrical Inspections performed by: 11.0. A. Remarks: 1970 Co ncre le scot -et Mn it rn.spec F>rl®( byto eer and eft /er#none.d b BENCHMARK LoatronandDes ipton: Sw Corner of ol,rc<c 0r shown ShII le ,n 00d con 1d'ffon °rrgvnal (on ere the r'n9 see pG9e g2•/' de cam m..tr tail POI ter (00'e Assumed Elevation: an .c4/G/ 2 1000 Ft. Inspections performed by: i-Iallop Teel, Stec Dates: tat 1/7/ lY Engineer's Stamp C� e CI ,d •=',ae., t 011* 100®:o•stra .E r, n oi a THEODORE F. ASOORE / 9r CE 539 fif- .7.11 a eeecn.� Yr p0 a?+ 2nd it /7 /'0/ Development Services Department Approval Conditional Approval Date: ,/ / / Date: Reviewed and approved . f: /idikaI!fist� / ! (Rev_ 04/06), PERMIT NO: OSP141047 PID NO: 017-014-06 EXISTING (1970) 1000 - GALLON CONCRETE SEPTIC TANK WELL 100'/ PAGE2OF3 SITE FOR SIMILAR REPL. DRAINFIELD TH #5 IJ FENCED_..000 YARO__ .,C.. TBM 30' LONG x 5' WIDE SOIL ABS. DRAINFIELD w. 0.5' GRAVEL & 0.75' FILTER SAND UNDER DIST. PIPE 1.26' DIA. HDPE DISCHARGE UNE SLOPED TO DRAIN BACK TO PUMP BASIN INSULATED WITH 4" RIGID INSULATION ND HEAT TRACE UNDER DRIVEWAY NEW 1500 - GALLON "ADVANTEX" TANK "ORENCO" AX -20 TREATMENT POD SWING TIES: FROM: TO: FDN. C.O. "A" S.T. C.O. "B" DBL. C.O. "C" MW. TANK C.O. "D" POD CTR. "E" TANK M.H. "F" PUMP BASIN "G" DRAINFIELD M.T. "H" DRAINFIELD M.T. "I" WELL COR. U 68' 72' 69.6' 70' "ORENCO" PUMP BASIN SHEDS COR. V COR. W COR. X COR. Y COR Z ` mel." F -A -I 1t+ 8' 5.5' • !l` 20' 16' /-1•41 49 "' 25' 21.5' 67' 71' 72' 74' 82' 94' 92' 26.5' 28.5' • ♦' THEODORE F. MOORE i 1 AS CE - 3589 ,1. 41 e4 iii *Ar 88' SIN- 14klials4$u .• LOT 2, ALPENBLICK S/D SEPTIC SYSTEM UPGRADE AS -BUILT PLAN VIEW FLATTOP TECHNICAL SERVICES 14530 ECHO CANYON ROAD ANCHORAGE, ALASKA 99516 SCALE: 1" = 30' DRAWN BY TFM APRIL, 2014 PERMIT NO: OSP141047 PAGE 3 OF 3 PID NO: 017-014-06 C.O. DBL. C.O. M.T. M.T. FINAL GRADE ELEV. 107.2' " DIA. D-3034 FINAL GRADE ELEV 94.8' FILTE FABRIC INV. 94.6' INV. 90.2' ADVANTEX TREATMENT SYSTEM 1.25" DIA. SCHED. 40 PVC. w. 3/16" HOLES IN BOT. @ 12" O.C. BOT. EXC. ELEV. 103.5' TOP SAND ELEV. 104.3' INV. 104.8' RESIDUAL DISPOSAL DRAINFIELD 1.25" DIA. HDPE MAX WATER ELEV 97.7' BOT. T.H. # 5 ELEV. 97.0' ares ``a1 t3',•' 1 444; • • 7:7114$•-4. i .THEODORE F. MOORS / i 4. ••, CE -3589 .:41 OOOO LOT 2, ALPENBLICK SID SEPTIC SYSTEM UPGRADE AS -BUILT PROFILE VIEW FLATTOP TECHNICAL SERVICES 14530 ECHO CANYON ROAD ANCHORAGE, ALASKA 99516 NOT TO SCALE DRAWN BY TFM APRIL, 2014 Municipality of Anchorage Community Development Department - Development Services Division P.O. Box 196650 - Anchorage, Alaska 99519-6650 - 4700 Elmore Road Info and Help: (907) 343-8211 INSPECTION: Voice: (907) 343-8300 Fax (907) 249-7777 Inspection Report - Electrical APPLICATION NO. RETROE141169 Master/Standalone Permit Notes:Requesting LATE PM inspection if possible. Please call Devin 20 minutes prior. Thank Schedule Date:04/11/2014 you. 907.602.8893 Requested by: Devin Rafeedie 907.688.2751 Preference:PM devin@capstoneelectricak.com Inspection #: 29191 T Address of Project: E 7840 130TH AVE Parcel: 01701406000 Permit Type: Electrical Res Legal: ALPENBLICK LT 2 3:2840 Description of Work: Installation of new lift station. Contacts ontractor (907)602-8893 CAPSTONE ELECTRIC, LLC` 22356 WHISPERING BIRCH DR. Inspector bomments: c. Inspector: et_ e. c_ ?- € / Actlif Date: '71 ! i ` C90%1, On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP141047 Tax Code Number: 01701406000 Work Type: Septic Upgrade Permit Effective Dates: March 27, 2014 to March 27, 2015 Design Engineer: FLATTOP TECHNICAL SERVICES Subdivision: ALPENBLICK Site Legal Address: ALPENBLICK LT 2 G:2840 Owner/Address: CONNOR PATRICK H & WIEGEL IRMTRAUD K 7840 E 130TH Site Mailing Address: 7840 E 130TH AVE, Anchorage AVENUE ANCHORAGE AK 995163331 Lot Size in Sq Ft: 94500 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: /7 : , . Date: 3.-27 .,740 Issued By: 1� i/i�i�) '! t Date: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On -Site Water & Wastewater Program Mayor Dan Sullivan ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 017 -O[5/ -OC Property owner(s) Pcrfr'rc k' Connor Phone: 907-343-7904 Fax: 907-343-7997 Day phone 3 'IS- - 39 0 6 Mailing address 78'10 a. 130 t., A -t , A-ne6o ran 9q,, /C Site address .Sa wit Legal description (Sub'd., Block & Lot) Lea # 2, II pen la bete 4 S th Legal description (Township, Range & Section) Lot Size 9'/, Sve, Sq. Ft. Number of Bedrooms 4/ THIS APPLICATION IS FOR: THIS APPLICATION IS AN: (El all that apply) Absorption Field ® Initial ❑ Septic Tank ® Upgrade Holding Tank ❑ Renewal ❑ Privy ❑ P I.rave n oh /nI l�/ owner �� pL/G r7e Gr Private Well ❑ �mGt�I pconnort2ciarkalr%,net Water Storage ❑ when r-evrewrt eon, rleke' to i'c#t he Cepa C01110 in ano< t/ n tAe A -TS N�GIn l Pnance THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: a reomeni anct ptcLr N/ p rem 01 I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. ✓/t-„` mss. (Signature of property owner or authorized agent) Permit/Rush Fees: 530 do Waiver Fees: Date of Payment: 3/! 9/l'-1 Date of Payment: Receipt Number: 6553a I Receipt Number: Permit No. ©SPIy t&.fl Waiver No. GABuilding\On Site\Forms\Client Forms\Permft App 010411.doc (Rev. 1/11) FLATTOP TECHNICAL SERVICES CIVIL & ENVIRONMENTAL ENGINEERING * ENERGY CONSERVATION & ANALYSIS TED MOORE, P.E PHJFAX:(907)345-1355 E -Mai: tgmoore©gct net M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: March 17, 2014 14530 ECHO CANYON ROAD ANCHORAGE, AK 99516 The purpose of this letter is to provide the required design narrative in support of our application to upgrade the wastewater disposal system on Lot 2 of Alpenblick S/D, located at 7840 East 130th Avenue. A site plan, soils logs, design drawings and construction specifications are enclosed for your review. Prior to finalizing this submittal, I discussed various aspects of this project with Jay Crewdson on March 3'd, and understand that he will be able to review it shortly after his return from vacation. This lot is relatively large, being over two acres in size; however the southern half of the lot is characterized by shallow groundwater and saturated soils. The 100 -foot protective radius surrounding the well located behind the house precludes construction of a conventional soil absorption system in much of the northern portion of the lot. Five test holes were dug on 2/20/14 to assess upgrade options. Of these TH #5 was clearly superior, with 3.5 feet of gravelly sand below the shallow organic and loam strata, and a stabilized groundwater below eight feet. However, the amount of proven suitable area is limited, leading to the need to install an ATS type wastewater disposal system. The existing wastewater disposal system begins with an owner -built 1000 -gallon poured concrete with reinforcing steel septic tank followed by a concrete ring seepage pit, both of which were installed in 1970. (The septic tank is 60 feet from the well; however the separation distance requirement at the time was 50 feet between the septic tank and a private well.) In 1974 the system was upgraded to 3 -bedroom capacity by the addition of 151 lineal feet of shallow drainfields downstream from the seepage pit. The system is now operating in a surcharged condition and thus needs to be upgraded. The proposed upgrade design calls for the installation of a 1500 -gallon Advantex tank with an Orenco AX -20 treatment pod outside the 100 -foot protective radius surrounding the well. With your approval, to further enhance the wastewater treatment capability of the system we propose to retain the original septic tank, subject to physical verification of its integrity. Verification will be accomplished by excavating around the downstream end of the tank to inspect the condition of the concrete and look for any signs of leakage. Continued use of this tank (if the tank proves to still be in good condition) will add another compartment and increase the raw sewage retention time prior to treatment. Treated effluent from the Advantex system will flow into an Orenco pump basin, from which it will be pumped up to the residual disposal field. Based on the measured perc rate of 2 minutes per inch for the receiving soil, I have used a conservative soil application rate of 4.0 gallons per day per square foot. The required capacity for a 4 -bedroom residence, as it is presently classified by the Muni Property Appraisal Division, is (4 x 150)/4 = 150 square feet of effective absorption area. This can be achieved by constructing a 5 -foot wide by 30 -foot long shallow drainfield. To further enhance the long-term performance of the drainfield, we will incorporate a 9 -inch thick layer of ISF filter sand between the bottom of the sewer gravel and the native receiving soil. The bottom of the sewer gravel will be at 1.75 feet below original ground level and the distribution pipe invert at 1.25 feet below original ground level. As illustrated on the site plan (and confirmed by the enclosed topo map) the natural ground in the vicinity of the proposed soil absorption system slopes down at 5% in a southwesterly direction. The driveway to the residence has a 3.5 foot cutbank at its closest point approximately 30 feet directly west of the drainfield, however following the natural slope of the land the drainfield is over 50 feet from any cutbank. Based on my conversation with Jay Crewdson, I believe that this configuration may not trigger the requirement for issuance of a slope distance waiver, and I certainly cannot see any basis for concern about ATS effluent somehow daylighting through the cutbank. Because this is an advanced treatment system I am requesting the property owner to come in to your office in order to execute the required maintenance agreement prior to final issuance of the permit. Please phone or send me an e-mail if you have any questions on this submittal. Sincerely, (tot enleo-r.-t Ted Moore, P.E. WELL LOT 5 NULUKATAK 8/13 LOT/4 NULUKATAK S/D NO WELL WITHIN 100' OF LOT LINE NO WELL WITHIN 100' OF LOT LINE LOT 3 NULUKATAK S/D 5% EAST 130th AVENUE SHALLOW DRAINAGE SWALE CARRIES STORMWATER RUNOFF ONLY 5% SITE FOR SIMILAR REPL. DRAINFIELD 5% 1.25" SCHED 40 PVC \\w. 3116" HOLES I§ 12" CONSTRUCT 30'L x 5'W SOIL ABS. DRAINFIELD w. 0.75AND & 0.5' GVL UNDER IST. PIPE INSTALL 4" THICK x 2' WIDE RIGID INS. OVER DISCH. LINE UNDER DRIVE INSTALL 40' HEAT TRACE ON DISCH. UNE IN VIC. OF DRIVE iscr INSPECT & RETAIN EXIST. 1000 -GAL CONC. SEPTIC TANK SEPTIC t *#2 AREA DECOMMISSION EXISTING CONC.' SEEPAGE PIT • • FENCED DOG YARD 1.25" DIA. HDPE DISCHARGE UN SLOPE TO DRAIN BACK TO TANK TH 41 INSTALL 1500 -GALL ADVANTEX TANK INSTALL ORENCO AX -20 TREATMENT POD SAUNA ABANDON EXISTING SOIL ABS. DRAINFIELD SHEDS INSTALL ORENCO PUMP STATION LOT 2 ALPENBLICK SID SEPTIC SYSTEM LOT 1A ALPENBLICK NO WELL WITHIN 100' OF LOT LINE LOT 1B ALPENBLICK (VACANT) LOT 1 WINDCHIMES S/D E QF A f $? 49Th '; *�4 i;EF. OOR CE -3589 ••tick �f•.4 I7•%W 'bar Vb. .•• SOI NO WELL WITHIN 100' OF LOT UNE LOT 2 WINDCHIMES (VACANT) LOT 3 LOT 2, ALPENBLICK SID SEPTIC SYSTEM UPGRADE SITE PLAN FLATTOP TECHNICAL SERVICES 14530 ECHO CANYON ROAD ANCHORAGE, ALASKA 99516 1 INCH = 60 FEET DRAWN BY TFM MARCH, 2014 NOTE: THIS IS NOTA SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. 1.25" DIA. SCHED. 40 PVC w. 3/16" DIA HOLES (§i 12" O.C. 11 4" DIA D-3034 WASTE LINE FROM ORIG. SEPTIC TANK INSULATE AND HEAT TRACE DISCHARGE LI UNDER DRIVE 1500 -GALLON ADVANTEX TANK ORENCO AX -20 TREATMENT POD ORENCO PUMP DISCHARGE BASIN 2.0' SOIL COVER 1.25" HDPE DISCHARGE LINE PLAN VIEW SCALE 1" = 10' 2" RIGID INSULATIO FILTER FABRIC 1 M.T. 30 -FOOT LONG BY 5 -FOOT WIDE SOIL ABSORPTION DRAINFIELD w. 0.75' SAND & 0.5' SEWER GRAVEL UNDER DISTRIBUTION PIPE se (Wilt 11 bet THEODORE F. MOORE #, • CE -3589 ,,14,2• %fe�it♦r MONITOR TUBE 1.25" DIA SCHED. 40 PVC w3116" HOLES SPACED 12" w INV. 0.5' ABV. BOT. GVL. CROSS-SECTION "A - A" SCALE: 1" = 6' ORIGINAL GROUND 0.75' WASHED SEWER GRAVEL 75' ISF FILTER SAND BOTTOM OF EXCAVATION 2.5' B.G.L. LOT 2, ALPENBLICK S/D SEPTIC SYSTEM UPGRADE PLAN AND CROSS-SECTION FLATTOP TECHNICAL SERVICES 14530 ECHO CANYON ROAD ANCHORAGE, AK, 99516 SCALE: AS SHOWN DRAWN BY: TFM MARCH, 2014 TEST HOLE # 5 FLATTOP TECHNICAL SERVICES 14530 ECHO CANYON ROAD ANCHORAGE, ALASKA 99516 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 2 ALPENBLICK S/D DATE PERFORMED: 2/20/2014 PERFORMED FOR: PAT CONNOR PT SM REDDISH SILTY SANDY LOAM SP/SM GRAY SOMEWHAT SILTY GRAVELLY SAND GM SILTY GRAVEL DAMP ML GRAY GRAVELLY SILT DAMP B.H. SLOPE Depth to Groundwater Date No groundwater seen 2/20/14 Water @ 8' - 3" b.g.l. 2/25/14 Water @ 8' - 6" bill 2/27/14 27 3/8 12" Resoak kv 4e0eee00 030 66666 eeeceeeee ee®e®ae® O e HEODORF F. MOORE / 11 CE 3569 rig' ttrz eiteers SITE PLAN SEE SEPARATE TEST HOLE LOCATIONS DRAWING 14% LO E... Date Reading Clock Time Net Time (minutes) Percometer Reading Net Drop (inches) 2/20 12" Presoak 27 3/8 12" Resoak 17 1/2 - 27 3/8 Start 1:41:05 23 3/8 #1 1:46:05 5 20 3 3/8 Add water 1:46:55 23 3/8 #2 1'51.55 5 19 7/8 3 1/2 Add water 1:52:40 23 3/8 #3 1:57:40 5 19 15/16 3 7/16 Add water 1:58:25 23 3/8 #4 2:03:25 5 19 15/16 3 7/16 PERCOLATION RATE 2 (minutesfinch) PERC HOLE DIAMETER TEST RUN BETWEEN 3.0 FT AND 3.5 FT COMMENTS: Test hole located 40' east of top of 3 -foot cut slope above gravel drive PERFORMED BY FLATTOP TECHNICAL SERVICES. 1 V� „[moi CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 3/, 7/ /'y TEST HOLE # 1 FLATTOP TECHNICAL SERVICES 14530 ECHO CANYON ROAD ANCHORAGE, ALASKA 99516 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 2 ALPENBLICK S/D DATE PERFORMED: 2/20/2014 PERFORMED FOR: PAT CONNOR Pt. Peat SM Reddish sandy loam SM gray gravelly silty loam Small water seep GM/ML Gray gravelly silt wet, sticky B.H. SLOPE Depth to Groundwater Date Small seep (aZ 3' - 6" 2/20/14 Water (644' - 4" b.g.l. 2/25/14 Water 02 4'- 4" b.q.l. 2/27/14 LO d tir 4i914• p"iy-0rtl� . o• u p •••••••••••% o N* Ai Ait H ppOp 0.111 4 v3- .m; o THEODORE F. MOORS ,:p N '. CE -3589 nnite y •••A•• CPHC SITE PLAN SEE SEPARATE TEST HOLE LOCATIONS DRAWING PE 0% Date Reading Clock Time Net Time (minutes) Percometer Reading Net Drop (inches) PERCOLATION RATE TEST RUN BETWEEN (minutes/inch) PERC HOLE DIAMETER FT AND FT COMMENTS: Soil visually appears to be unsuitable for on-site soil absorption system PERFORMED BY FLATTOP TECHNICAL SERVICES CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 3 //7/ /S' TEST HOLE # 3 FLATTOP TECHNICAL SERVICES 14530 ECHO CANYON ROAD ANCHORAGE, ALASKA 99516 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 2, ALPENBLICK S/D DATE PERFORMED: 2/20/2014 PERFORMED FOR: PAT CONNOR Pt. Peat SM Reddish sandy loam MUGM Silty gravel Damp Water seep B H SLOPE Depth to Groundwater Date Seep (dl 4.5' Water (x13.0' b.q.l. 2125/14 Water (di 3.0'1341. 2127114 Oen e ee• ee s a ees®aos0a0•Ite / T> `j ai ..IFAI�i, 911a4i • THEODORE F. MOORE -3589 SITE PLAN SEE SEPARATE TEST HOLE LOCATIONS DRAVNNG Date Reading Clock Time Net Time (minutes) Percometer Reading Net Drop (inches) PERCOLATION RATE TEST RUN BETWEEN (minutes/inch FT AND PERC HOLE DIAMETER FT COMMENTS: Soil visually determined to be unsuitable for on-site soil absorption system. PERFORMED BY FLATTOP TECHNICAL SERVICES. I J...e-0( 9174040,-. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 3 / /'7 / / I y ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND f od ri k /fir t m-mr- THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 21 Day of 4443t of 20/'/t , by and between T Jr%ck , on40r' herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at (legal description). /Y�C�rldf Jaddidil`ay /Pt 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components_ or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations, Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: f�,, /�"� / �} a. Owner: I h%/j�i"�9� 7! amay,— b. y,— b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: By: Puck Aft canner- STATE onst STATE OF ALASKA (signature) Date: 3fk7/.2o/d (print name) ) ss. THIRD JUDICIAL DISTRICT ) The foregoin instrument w acknowledged before me this 27 day of-7geme 6%� , 20 /by 1j QL- #CDIwtery BLIC FOR ALASKA My Co on expires at . /0,30/5 jst111Iiiill11111/U tk iNoTARece 3!10. , Date: E419-4 Title: 014544 GRE.'ER ANCHORAGE AREA BOR JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME //4r MAILING ADDRESS J '/(;)1 ,rot' -.44--.' 4� PHONE7.2-c'�36 LOCATION L10j&?d .z'ede fiieem/ A LEGAL DESCRIPTION (,/ o xi,e/r/J/rc% .(/6/ SEPTIC TANK: DISTANCE C,Y/,S// ,` FROM WELL Se INSIDE LENGTH ANUFACTURER MATERIAL INSIDE WIDTH NUMBER OF COMPARTMENTS LIQUID DEPTH LIQUID CAPACITY GALLONS. TILE DRAIN FIELD: DISTANCE FROM WELLi2-> FOUNDATION /D NEAREST LOT LINE /d NUMBER OF LINES ABSORPTION AREA DISTANCE BETWEEN LINES Ys 3 TOTAL LENGTH ,�j OF LINES TRENCH WIDTH 3 ' IN. TOTAL EFFECTIVE SQ. FT. LENGTH OF EACH LINE 73 /°2, /y /� oZD /d DEPTH OF FILTER / DEPTH: TOP OF TILE TO FINISH GRADE 3-1 MATERIAL BENEATH TILE 6 IN. ABOVE TILE IN. WELL: TYPE "::/4'741/4 Z' BUILDING FOUNDATION �9 , CONSTRUCTION NEAREST LOT LINE eXe/.C. e,e, DEPTH /7/' NEAREST SEWER LINE A'W /,c/ne/C/ CESSPOOL — , OTHER SOURCES /° APPROVED DISAPPROVED SEPTIC TANK'- ) , SEEPAGE Q / SYSTEM I Y DISTANCE FROM: REMARKS DISTANCES• INSTALLED BY- 4/C'44'47&4 Zcvt/t)c,;ti / SEWER LINE DEPTH• 4�'/�"4 1 PIPE MATERIAL• Q44/14 t,ey .t") P./.0"1/41sled LOT SLOPE: /u S'L',// REMARKS:A10‘)/Ci./,4Sr&-liUf'.0 Form EQ -032 DIAGRAM OF SYSTEM 0 GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT PERMIT NO NAME OF APPLICANT 40 -7072 41v ` • INSTALLATION LOCATION LEGAL DESCRIPTION MAILING ADDRESS -5 gerl:27"/� PHONE Ty "_ " INSTALLATION OF SEPTIC TANK ''''c-XiJT/ SEEPAGE PIT ••••4--)64"-** FIELD TYPE AND SIZE OF FACILITY TO BE SERVED .��. .46/ OTHER FINANCED THROUGH TO BE INSTALLED BY SOIL TEST RESULTS_ ' 6 ' f�rl/'�J T� NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED z77 - FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE -Q TYPE"��C/� SEEPAGE Q�( A SIZE TYPE /51,/9,! DIAGRAM OF SYSTEM MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK SEEPAGE PIT DRAIN FIELD i-2' DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD SEEPAGE PIT , ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD -eff) SEPTIC TANK, SEEPAGE TO RIVER, LAKE, STREAM. PIT DRAIN FIELD /Do CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. G.A.A.B. OR LICENSED DESIGNER SEEPAGE PIT .2 d4',f G,� —7; //1,/ „,,A/5 "( _ i'lf�i Gyle✓/it/� 7 O�l/j/tet/ /J /35-- 'P.G ;7,i //2 ' ,..z-G";05/A!,71--4- L'/7. /=-7 .v -•"ivr/ L✓z"ris,/„.* - o� 4�"G Uii/OE/L T//L� may44' Cv ��/Ly�%G 99_ : U,C/vaT ?7-4,447 a4'4i y/ " • ? /: -: G✓.ate r ✓4' Lv,70A_T6 'of s� /ii.14/0✓hr 4/= 7.yz ,�G�E✓rw�v A/.477,/r z G /,v /Q0 ����> /�/�v/fi�e<�i re �s0 4. 6J -'Z r5�../i I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF G �R.AN OR�REKBOR.OUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE/ APPLICANT'S SIGNATURE r FORM NO. EQ -OI 6 ( frf 64 3 s G9RATER ANCHORAGE AREA BOROIu4H HEALTH DEPARTMENT 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 N? 292 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME . �' Y! y > (I - i, c - f (,!k / j/_ r � ADDRESS PHONE LOCATION tI ;�Y,I AdLEGAL DESCRIPTION Z." I y� 1:7 /C SEPTIC TANK: `3� DISTANCE FROM WELL MATERIAL LIQUID CAPACITY /1' / I GALLONS. INSIDE LENGTH { NUMBER OF COMPARTMENTS INSIDE WIDTH �1 LIQUID 5'1' DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS I OUTSIDE DIAMETER OR WIDTH r LENGTH fJ DEPTH DISTANCE FROM WELL 7 LINING MATERIAL NEAREST LOT LINE ✓ / BUILDING FOUNDATION TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. i TILE DRAIN FIELD: DISTAN FROM LL TOTAL LENGTH DATION - - - T LOT LINE ,"QF LINES NU BER OF LINES DISTANCE BETWE LINES BSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE SQ. FT. LENGT •F H LINE H WIDTH DEPTH OF FILTER MATERIAL BENEATH TILE WELL: TYPE ('( V '���� LOT LINE /6a , DEPTH NEAREST , SEWER LINE IN ABOVE TILE / C /9G DISTANCE FROM �� '/ SAMPLE --"7/C, NEAREST BUILDING FOUNDATION. SEPTIC SEEPAGE / OTHER , TANK , SYSTEM CESSPOOL SOURCES 1 --- DIAGRAM OF SYSTEM GAAB-H D-2 GREATEV &NCHORAGE AREA 7'1ROU HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 Case No -f�' 9' c'vp SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICANT 7( t 4u� lMAILING ADDRESS 3' 4""/t°`� PHONE NO 4;..?3C' RESIDENCE ADDRESS LOCATION OF INSTALLATION £ Eeet4-04-r LEGAL DESCRIPTION LOr ����- -2 al`/ APPLICATION TO INSTALL: SEPTIC TANK n , SEEPAGE PIT l� , Vier..- FIELD , OTHER l TO SERVE THE FOLLOWING FACILITY !J" z" `r L le• . ,..0, I J FINANCED THROUGH TO BE INSTALLED BY PERCOLATION TEST RESULTS ANTICIPATED DATE OF COMPLETION BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT A r �/ THIS IS TO SERVE AS 'GJ , PERMIT TO INSTALL A ,--444-4-11 4�i , AS DESCRIBED BELOW. SIZE �F U�NLI TBE SERVED u' %` , SEPTIC TANK SIZE ien7 TYPE - t -/ SEEPAGE AREA TYPE i- 3 l„./ DIAGRAM OF SYSTEM DISTANCES: Stit-e4 G"1/4-1 t4r9 444 e 3 0 0' HEALTH AUTHORITY OR LICENSED DESIGNER .5' TL Q i `0° • (cc a -k T e I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code. DATE fly `-r APPLICANTS SIGNATURE PAT:C JP?ATENT 327 LIW:LI-7, 7RET NCHORA 271501 rp.cz' ••••100111•••,•••111•1111111111•614 Performed ForC 0 ortoF-- Date Perfor:Fed Legal Description: Lot —g'iarT3r-77r7777:?. inakeit This Perm Reporits a: Per lation Test Depth Feet 1 .1•••••111211 g 7 9 I t) Was Ground Water Encountered.? If Yes, AT Tit:at Depth S,etch Reding --------- Cro$sireNe: Time Depth To H20 toier•Puseerlit Net Drop 11•Tb••••••••%.........arAsenierwronr. rco at / ,Inu,e Prcvrei Dr6in rield Depl: Of Inlet 3/ Deth To Bottom Of Pit 2.1" Tr,=nch :_ALQLIT2Lrfrirr-- inovognsalo.Prowaral.asra...., fire 4WWW amimmi.0.411w 03•01.0.11,0•111......111111M*S.M.001*,..e. !W4 27-94El .....rasia.••••••••••••=10•11.Mdmmaararue...............,,, 0.1.4.•••••••••••01.•....•••••/..14....9•,........+1....eymennowator......payaraygspien.m.rftexillegAreni,val,31“6,..."10t..,............./../.01.04.*14.........11.......M.M.M•10.111.••••••••1•6•••101•101. ..IIMSSON........0.........................WWW.I.......,44A. tuffs.... 4,...,4* .^."• . •,ro.p.f .y.........,........0.....1..... yw..y.....21.11%qpp.N..alk.y..pj,,g.A....lhu.....E.F..p.,,,..w..r...............,...........,,................. I..., Test Performed By: ..... ,...-- Z 11117. am. Da4a Certified Ey: Date: 44 -Q -;:--a '4:4Q 3 1VA(Mdef IVid 0 a• -7, 0 rtm o 0 o m 2 6 Cf: 311,5/DE 41 ( 0 , 1.i!LANDS 5.;19aD / r 0 or- nt ‘Ik itt